Novel Truss Analogy Approach to Analyze Reinforced Concrete Deep Beams Strengthened with Externally Bonded FRP Systems
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506 (corresponding author).
2. Assistant Professor, Dept. of Architectural Engineering, Univ. of Kerbala, Kerbala 56001, Iraq.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003166
Reference26 articles.
1. Experimental and analytical study of strengthening schemes for shear deficient RC deep beams
2. An experimental study on shear strengthening of RC lightweight deep beams using CFRP;Alsadat Asghari A.;J. Rehabil. Civ. Eng.,2014
3. Evaluation of novel combined CFRP-steel retrofit for repairing distortion-induced fatigue
4. A simple strut-and-tie model for prediction of ultimate shear strength of RC deep beams;Arabzadeh A.;Int. J. Civ. Eng.,2009
5. Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams;Charkas H.;ACI Struct. J.,2003
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Analytical Investigation on the Dynamic Behavior of Multi-Span Continuous Beams Supported on Soil with Finite Depth;Coatings;2024-07-10
2. Shear strength prediction of CFRP-strengthened deep RC beams without shear reinforcement;Journal of Building Pathology and Rehabilitation;2024-05-10
3. Novel Truss Analogy Model to Predict Full Response of Reinforced Concrete Deep Beams;ACI Structural Journal;2022-07-01
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